HomeMy WebLinkAboutR-4214156a
z
O
z
w
ry
0
Q
C�
X
2
N
z
O 1
z
w
z 0
Q
W
U
Z
X
a
O
U
LU
w
X
a
z
O
z
w
J
w
X
z
O
z
w
J
X
z
O
z
w
CO
X
z
O
z
w
0
X
O
LL
z
J
w
U
ry
Q
d
X
a
O
C9
N
N
00
iz�)
z
O
z
w
ry
z
O
Q
X
3
a
c
0
m
ry
m
CV
N
z
O
z
w
ry
O
X
O
ry
a_
3
O
X
Z
O
z
w
o ry
o �
0
C
J Z
J
2i Q
o_ X
U 0 0
m U o
CC) J N
U o w 0 m ry
LO
I_Lpo
Lo M
�
- 0
U
0 Y
X pj
(Z) O 6
NCD
0
a=
w
= w
� � J
0 0 X .
w v>
LU
LL
0-0 w
Q
U a X
O
0
U
W
W
Cn
m
II
10-
HO
0-
AD-READY SUBMITTAL
No. I REVISION
BY I APP'D I DATE
i1WrtlrA&dA.A.A
c1mu
SD �
7 W W/ W
- 171<0 21 +00
LP I--" FL 31.17-dq_o dHO -
dr0 dl - I dHO -
l �
dHU - dHO dHO -
TOC 32.39
BOS 32.67 MATCH EX
MATCH EXsl
BOS 32.44 CS \
MATCH EX
BOS 32.75 1 0>
MATCH EX ;;;o
BOS 32.71
MATCH EX
a �� -d
a TOC 32.64
MATCH EX
W TOC 32.78
M
MATCH EX W TOC 32.81 - M !
MATCH EX
Cc�
22+00 /
FG 32.31
MATCH EX o MA
FG 32.52 _ FG 32.71
N MATCH EX TCH EX
\ -EI 0) 07P,--\
dH0
1 os
0-23+00 TALBOT RD S
(TAL-B-LINE)
2
d w
FL 32.61 J `P
TOC 33.11 J dy
O dH
-0.6% z
W
0-00\
I �
FG 32.82
MATCH EX I /
TAL-B 22+49.71, 87.53' RT I
END CURB AND GUTTER
MATCH EXFL 32.68
H1
TOC 33.21 I I I I L
CURB RETURN SCHEDULE
RETURN #
PC - STA, OFFSET
PT - STA, OFFSET
RADIUS
LENGTH
DELTA
PC
1/4
1/2
3/4
PT
O1
TAL-B 22+12.95, 44.64' RT
TAL-B 22+47.49, 73.97' RT
35.00'
49.28'
80°40'33"
32.20
32.29
32.38
32.48
32.58
so
(425) 453-5000
1100 112TH AVE NE, SUITE 500
,jacobsBELLEVUE, WA 98004
DESIGNED:
A. VILLAR
DRAWN:
C. WILCOX
CHECKED:
B. HORN
CHECKED:
K. CHANG YUEN
APPROVED:
G. FRANCO
PROJECT NO:
E00566E18
CONTRACT NO:
CXXXXXXXX
LIM King County
METRO
GRADING GENERAL NOTES
1. ALL CURB HEIGHTS TO BE 6" UNLESS OTHERWISE NOTED.
2. SEE ROW, SURVEY CONTROL & ALIGNMENT PLANS FOR ROW
INFORMATION.
3. SEE PAVING PLANS FOR EXACT LOCATION OF PROPOSED CIVIL
IMPROVEMENTS.
4. GRADING ELEVATIONS PROVIDED AT KEY DESIGN POINTS AND 50 FOOT
STATION INTERVALS.
5. SEE LANDSCAPING PLANS FOR PLANTING LAYOUT.
6. SEE STRUCTURAL PLANS FOR LIMIT AND TYPE OF RETAINING WALL.
7. SEE STATION PLANS FOR LIMIT OF STATION AREA AND PEDESTRIAN
GUARDRAIL.
8. SEE STATION PLANS FOR GRADING AT STATIONS INCLUDING LOCATION
OF FOUNDATIONS FOR SHELTERS AND TECH PYLONS.
9. SEE PAVING PLANS FOR LIMIT OF CONCRETE BUS PAD.
10. SEE DRIVEWAY PLANS FOR DRIVEWAY GRADING AND LIMITS OF
DRIVEWAY CONFORMS.
11. SEE CURB RAMP PLANS FOR CURB RAMP GRADING.
12. NEGATIVE SLOPE VALUES ARE SHOWN IN THE DOWNHILL DIRECTION.
GRADING LEGEND
HMA FULL DEPTH
HMA OVERLAY
PD
CEMENT CONCRETE
CEMENT CONCRETE CROSSWALK
W W W
W y W
LANDSCAPING
L100"o°00000000°°°°°°°°°
DETECTABLE WARNING SURFACE
RETAINING WALL
PEDESTRIAN GUARDRAIL
x FENCE
RIGHT OF WAY (PROPOSED)
x.x%
EXISTING SLOPE
PROPOSED SLOPE
X.X%
0' 20' 40'
DEVELOPMENT ENGINEERING SCALE: 1" = 20'
0:1
Mic
hael Sippo 09/11/2024 FR-4214156
METRO TRANSIT CAPITAL DIVISION DATE:
RAPIDRIDE I LINE JUNE2024
RENTON SEGMENT DRAWING NO:
GRADING PLAN 1 C10.06
TAL-B 18+50 TO TAL-B 23+50 SHEET NO: OF
156 473